HomeMy WebLinkAboutR-397129r�
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.� ry` CEMENT CONCRETE
CURBUTTER NOTE
CEMENT DEPRESSED MONOLITHIC
CONCRETE .� CURB 8 GUTTER
SIDEWALKS j (SEE DETAIL THIS SHEET)
A4
TYPE C2B - ISOMETRIC VIEW
(COMMERCIAL, WITH BUFFER)
NOTES
1.
When a driveway width exceeds 15 feet, construct a full depth
expansion joint with 318' joint filler along the driveway lane lines
FACE OF CURB
(see std. plan 102). Construct expansion joints parallel with the
SEE; CC BEE DEPRESSED CURB DETAIL
e+rr on T Is SHEET
centerilne as required at 15' maximum spacing when driveway
CONTRACTION JOINT
Widths exceed 30'.
STOPLAN 1L12
s+rr
r
11r R. TOPOF
ROADWAY
2.
See std. plan 102 for sidewalk details.
3.
Curb and gutter shown, other curb designs may be specified.
I
See std. plan 101 for curb details.
s
L
4.
Not used.
5.
The englneer will design all driveways to Include elevations at all
NOTE DRNEWAYLONGITUDINALEJIPANSION
points marked with symbol "X". All elevations are at the back of
JOINTS SHALL FULL M
DEPRESSED MONOLITHICHFiIC CURB8 GUTTER DETAIL
curb top on uphill side.
6. Not used.
7. For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10). The expansion joints (see std. plan 102) shall be
spaced as shown in the corresponding Isometric view.
8 Slopes shall comply with sections R303.2.1 or R303.2.2 or
R303.2.3 of the Revised Draft Guidelines for Accessible Public
FACE OF ADJACENT CURB
rv`, 1"
ts-of-Way of Novemba 23, 2005 (PROWAG).
.
/ Y
9. Curb returns for any Type C-MAX Driveway may be approved on
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a case -by -case basis.
R�---SURFACE
P
10. STREET STANDARDS = Renton Municipal Code (RMC)
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Title IV Development Regulations
CHAPTER 6 STREET AND UTILITY STANDARDS
Section 4-6-060 STREET STAN DARDS
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS = Renton Municipal Code (RMC)
Title IV Development Regulations
Driveway Example: TYPE C1B
CHAPTER 4
I
R=ReBIdeMfel. C-Commercial
1
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
Number of Lanes,
Section 4-4-M PARKING, LOADING AND DRIVEWAY
(MAX=A Lane Commwdal)
REGULATIONS
B=Butter (Planting Strip), Blank=No Sulrer
+ PUBLIC tY0121.5
DFP:IRTMENT
CEMENT CONCRETE DRIVEWAY
ENTRANCES - NOTES AND DETAILS
STD. PLAN - 104.2
pROb D:
T
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
HANDHOLD
0 g RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
ID a GROUT, TYPICAL (SEE NOTE 5)
FLAT SLAB TOP
0
48", E4", 60', 72', 84' OR as -
MORTAR (rYP.)
STEPS 0R
LADDER
-1LLET V f REINFORCING STEEL (TYP.)
5? ry 12. GRAVEL BACKFILL FOR
F r PIPE ZONE BEDDING
SEPARATE BASE INTEGRAL BASE
CAST -IN -PLACE PRECAST WITH RISER
"O" RING
+T '•.
GRAVEL BACKFILL FOR
BE PIPE ZONE BEDDING
SEPARATE BASE
PRECAST
CATCH BASIN DIMENSIONS
CATCH
BASIN
DIAMETER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KNOCKOUT
SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASE REINFORCING STEEL
in2lft. IN EACH DIRECTION
SEPARATE BASE
INTEGRAL BASE
48'
4'
6"
36"
W
0.23
0.15
54^
4.5"
a"
42"
8"
0.19
0.19
60"
5"
8'
48"
W
0.25
0.25
72"
6"
8'
60"
12"
0.35
0.24
84"
B.
12"
72"
12"
0.39
0.29
961.
8"
12"
W
12'
0.39
0.29
NOTES
1. No steps are required when height is 4' or less.
2. The bottom of the precast catch basin may be sloped to facilitate cleaning.
3. The rectangular frame and grate must be installed with the flange down.
The frame may be cast into the adjustment section.
4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide
a 1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed, fill the gap with joint mortar in accordance with Standard
Specification 9-04.3.
5. All grade rings, risers, and castings shall be set in mortar in accordance with (D Corrugated Polyethylene Storm Sewer Pipe (Std. S
Standard Specification 9-04.3. peo.so5.2o)
p � (Std. Spec. 9-05.12(1 ))
(�) (Std. Spec. 9-05.12(2))
tiYt O + PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00
�N COS DEPARTMENT
MARCH 2O08
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
OD,MT,ND,OR,WA)
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASIN
DIAMETER
CONCRETE
ALL
METAL
CPSSPO
SOLID
PVCD
PROFILE
ALL
VC
48"
24"
30"
24"
27"
3T
54"
30"
36"
30'
27"
36•
60"
36"
42"
36"
36"
42'
_fT
42"
54"
42"
36"
48'
84"
1 54"
60"
54"
36"
48'
96"
60"
72"
60"
36"
48'
BIO `TErA ONC[P xW
S`M_,-,„
Ir
MINj
(SEE NOTE B'
"IN
11 (SEENOTE B(
I3LF -
I
i
DRIVEWAY
_FPAVED
REQUIRED --
L
38EXPANS,IONJOINT (TY 2,
(SE€3T0, FLAN I.1
�{
CEMENT
CONCRETE'
SIDEWALKI"
x
E
So
Iu
Z
rbEE NCTr5
A
yw
w g
CCN TRUCTION JOINT
SEE NOTE I -- CENIENTCONCREni
RAr.IP IVITH 11H 1V a CURB a GUTTER
SLOPE (TYP) '.SEE NOTE 31
J W CONTRACTION JCINT nYP I
(SEE STO PLAN 1011 PLAN VIEW
VARIES
ISEE NOTE 1'. 83°. I.tA% SEE NOTE B iTVP1
I I
6•PAIN - - G•MIN
CEMENTCONCRETE 6' MIN ��RB A G'�TTER
l�8' EXPANSION JOINT (iYP ISEE NOTE 3DEPRI:SSED
SIDEWAL
x
,SEE S1D. PLAN 101
. _ ! SECTION O SIDEWALKwTpTH.
DIFFERENCE IN SLOPE fIAx', �'�U -
- - ORIVEWq wI snivE §coEl(AcoERATE01
DRIVEWAY ir-� n tat
. , Y - - - 6 MIN
DRIVEWAY W, RELATIVE �4 �' v SE ON O
NEGATIVE SLOPE (SLOP
• �`_
SHOWN EXAGGERATED)"
CEMENT
CONCRE"E
SIDEWALK
TYPE R1B - ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
CENIENT CONCRETE
CURB 8 GUTTER
(SEE NOTE 3)
For NOTES STD PLAN 104.2
titY 0 STD. PLAN - 104.3
j + PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR 4ED:
DEPARTMENT ENTRANCE - TYPE RIBella M Z
NTO / A iE
DOES NOT NCLUDE
ASBU LT NEORMAT ON
4regelimmerman, Putkk:'WgIks Administrator
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
NO. I REVISION
2 12"
OR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
< /Nk
A
#3 BAR EACH CORNEF
#3 BAR EACH SIDE
#3 BAR FACE.....
PRECAST BASE SECTION
#3 BAR EACH CORNER
18" MIN
#3 BAR HOOP
PIPE ALLOWANCES
N=IMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
12'
PLAIN CONCRETE
ALL METAL PIPE
15'
CPSSP*
12'
(STD. SPEC. 9-05.20)
SOLIDWALLPVC
15'
(STD. SPEC. 9-05.12(1))
PROFILE WALL PVC
15,
(STD. SPEC. 9-05.12(2))
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
1. As acceptable alternatives to the rebar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required rebar shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
knockouts.
2. The knockout diameter shall not be greater than 20". Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe is installed, fill the gap with joint mortar in accordance
with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
4. The frame and grate must be installed with the flange down.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7. All pickup holes shall be grouted full after the basin has been placed.
8. All grade rings and castings shall be set in mortar in accordance with
Standard Specification 9-04.3.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
'SY
PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN 200.00 -
DEPARTMENT
MARCH 2O08
GEOBLOCK 5150 MODULAR GRID
SYSTEM (OR EQUAL) WITH SANDY
SOIL AND SEEDED WITH GRASS
PER MANUFACTURER'S SPECS
COMPACTED SUBGRADE
6" ENGINEERED BASE
MATERIAL AS SPECIFIED
BY MANUFACTURER
NOTES:
1. MODULAR GRID PAVEMENT SHALL PROVIDE
SUITABLE SUPPORT FOR CITY EQUIPMENT.
2. CONTRACTOR SHALL PROVIDE CUT SHEETS
WITH SUFFICIENT INFORMATION TO BE
APPROVED PRIOR TO INSTALLATION.
3. MAX SLOPE = 12.0%
STORM VAULT ACCESS ROAD SECTION
ESM 08/30/17 SURVEYED:
ESM 11/15/17 DESIGNED:
ESM 01/03/18 PDG
DRAWN:
DCL
CHECKED:
BY I DATE I AP P R I APPROVED
NOT TO SCALE
SCALE:
NTS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
m
FRAME AND VANED GRATE
.yA 30+
Byte �^
EJ �
6" OR 12"
ONE #3 BAR HOOP FOR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
HOOPS
REDUCING SECTION
#3 BAR
EACH CORNER
#3 BAR
EACH SIDE
FINISHED LANDSCAPE
SURFACE (TYP.)
EACH WAY
PRECAST BASE SECTION
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
18"
PLAIN CONCRETE
ALL METAL PIPE
21"
CPSSP*
18"
(STD. SPEC. 9-05.20)
SOLID WALL PVC
21"
(STD. SPEC. 9-05.12(1))
PROFILE WALL PVC
21"
(STD. SPEC. 9-05.12(2))
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
1. As acceptable alternatives to the rebar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required Taber shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
knockouts.
2. The knockout diameter shall not be greater than 26". Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe is installed, fill the gap with joint mortar in accordance
with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
4. The frame and grate must be installed with the flange down.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7. All pickup holes shall be grouted full after the basin has been placed.
8. All grade rings and castings shall be set in mortar in accordance with
Standard Specification 9-04.3.
#3 BAR HOOP BAR EACH CORNER
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
~zY STD. PLAN - 200.10
PUBLIC WORKS CATCH BASIN TYPE '1 L
DEPARTMENT
MARCH 2O08
8" MIN. (VARIES DUE
TO PIPE SLOPE)
12" MIN.
15" MAX.
3" MIN.
•
%R
CITY OF
RENTON
Planning/Building/Public Works Dept.
WIDTH PER PLANS
(4' MIN.)
12 MIN.
(TYP.)
d d a
d d
12"
NOTE:
SEE COR STD. PLANS 261.10
& 261.20 ON SHEET DT-05
PERMEABLE PAVING:
ASPHALT (4" MIN.)
OR CONC. (5" MIN.)
COMPACTED PERMEABLE BALLAST
(CRUSHED, CLEAN ROCK 2" MINUS
FILTER FABRIC (MIRAFI 140N OR
SIMILAR)
GRAVEL BACKFILL FOR DRYWELLS
6" SLOTTED UNDERDRAIN SLOPED
TO DRAIN.
PEDESTRIAN PAVEMENT SECTION
NOT TO SCALE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EARLINGTON TOWNHOMES
DETAILS
UTILITY PERMIT #
01/03/18
FIELDBOOK:
PAGE:
DRAWING NO:
DT-03
SHEET: OF:
29 55
U
R-397129